HomeMy WebLinkAboutCHANGE ORDER #11 MCKNIGHT CONSTRUCTION WEBSTER DETENTION $147,780.89
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Change Order # 11
Date of Change Order: October 6, 2009
Project No.:
04001-07
Contractor:
McKnight Construction
635 NW Frontage Road
Augusta/GA/30907
Additions and Renovations to the Webster Detention Center
Reference:
COP #
22,25,31,32,33
Project Description:
Description of Change Add water heater & accessories, add surveillance cameras, add stair railings, extend firewall, etc.
to the Scope of Work:
Project Duration:
Number of Days added to the Substantial Completion Date as a result of
this Change to the Scope of Work:
Days
Contract Amount
Original Contract Amount
Previous Change Orders
Previous Contract Amount
Amount of this Change Order
Current Contract Amount
$ 27,041,000.00
$ 6,221,343.98
$ 33,262.343.98
$ 147,780.89
$ 33,410,124.87
All terms and conditions of the Contract Agreement between the Owner
and the Contractor apply to this Change Order.
Signatures:
Date
qj'l3/01_
~;'" ~~" -------, 4 . 2-1- ..,"'
KSGW Date
Gregory Washington, Architect
oC[. d'f. Or
Date
Recommended for Acceptance by Program Manager:
H.&~5a'~
Bob Munger, Program Manager
4(~-z.,/ (?1-
Date ' I
Recommended for Acceptance by The Owner:
Captain Chester Huffman
WDC Jail Administrator
Date
1/1, f.,/ v. 7
Oat .
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Cost Event
Page 1 of 1
H:E:ERY
Cost Event
Project [0400101 - Task 07] - ARC - Task 07 - Webster
Detention Center
View Date 9/18/2009
Heery International Inc. (Augusta, GA)
501 Greene Street
Suite 307
Augusta, GA 30901
Phone: (706) 842-5543
Fax: (706) 821-2484
Cost Event No. 016
Date
Type
Description
9/4/2009 Budget Status
Coordination Cost Status
H20 Tie-In; Ext, Stair Railings, Firewall Extension
Pending
Pending
Responsible
Pat Patrick
McKnight Construction Company
645 Frontage Road NW
P.O. Box 204718, 30907
Augusta, GA 30907
Phone: (706) 863-7784
Fax: (706) 863-2031
Initiated By
Pat Patrick
McKnight Construction Company
645 Frontage Road NW
P,O, Box 204718, 30907
Augusta, GA 30907
Phone: (706) 863-7784
Fax: (706) 863-2031
Funded By
Initial Estimate
Expected Final
$140,000,00 (0,00 days)
(0,00 days)
Items
No. Budget
Code
1 6011110 Pat Patrick (McKnight Extend
Construction Existing
Company) Firewall &
Expansion
Joint (ASI
19)
Contact
Description Estimated Proposed Submitted Approved Committed Budget Cost
Status Status
- Pending Approved
$3,000,00 $3,100.00
$3,064,87
$3,064.87
2 6011110 Pat Patrick (McKnight Add exterior $1,200.00 $1,250.00 $1,205,00 $1,205,00
Construction stairs &
Company) railing (ASI
35)
3 6011110 Pat Patrick (McKnight Video $1,800.00 $1,729.50 $1,729,50 $1,729.50
Construction Visitation
Company) Water Line
Tie- In
4 6011110 Pat Patrick (McKnight Add Housing $60,000.00
Construction Pod Water
Company) Heater and
Pumps per
ASI 22
- Pending Approved
- Approved Approved
- $64,813,04 $64,813.04
- Pending Pending
5 6011110 Pat Patrick (McKnight Add Security $75,000,00
Construction Cameras per
Company) ASI 25
- $76,968.48 $76,968.48
- Pending Pending
Items
Markups
Total
Estimated
$141,000.00
Proposed
$6,079,50
Submitted
$147,780,89
Approved
$147,780,89
Committed
$141,000.00
$6,079.50
$147,780.89
$147,780.89
http://heery.constructware.comfCommonIView/Document_ Display.asp?DocumentType= 1... 9/18/2009
Contractor Change Request
Page 1 of1
tICK
Contractor Change Request
Project [0400101 - Task 07] - View Date 9/21/2009
ARC - Task 07 - Webster
Detention Center
McK~JIGHT CONSTRUCTION
COMPAN\{, INC
McKnight Construction Company
645 Frontage Road NW
P.Q, Box 204718, 30907
Augusta, GA 30907
Phone: (706) 863-7784
Fax: (706) 863-2031
Contractor Change
Request No. 00032
To
Submitted By
Description
Bob Munger (Heery International Inc, (Augusta, GA))
McKnight Construction Company Date
Revise Fire Wall at G Pod Status
State
Referenced CCO No.
8/26/2009
Pending
Submitted
Estimated Effects of Request
ITime
Amount
10 days
$3,064.87
Work Description
Cost proposal PR 17
Recommendation
Response By
Response
Bob Munger
Linked Documents
Document Type
Doc
Document
0400101 - Task 07-01053
Description
Webster CP PR 17
Date
8/26/2009
http://heery.constructware.com/CommonIView/Document_ Disp1ay.asp?DocumentType=3... 9/21/2009
William D. McKnight - President
Mason McKnight, III - Vice President
Huey E, Carter - Sec. - Treasurer
P. O. Box 204718
Augusta, Georgia 30917
Heery International/CIPM
501 Greene St., Suite 307
Augusta, GA. 30901
Attn: Bob Munger
Mr. Munger,
McKnight Construction Co., Inc. AIJG:I'1' 20m3)
GENERAL CONTRACTORS
FOUNDERS:
Mason McKnight, Sr, 1900-1973
Mason McKnight, Jr, 1930-1994
August 25, 2009
Office Phone: [706] 863-7784
Fax: [706] 863-2031
RE: Webster Detention Center
Cost Proposal PR -17
ASI-19 : RFQ - 12
The following is a cost proposal for the work described in ASI -19, RFQ -12; to revise the fire wall at G-
pod.
Concrete/Masonry
Triad Spec. (Exp. Jt Cover)
McKnight 6% O/P
1,2% Bond
Total
$ 1862.00
995.10
$ 2857.10
171.43
$ 3028.53
36.34
$ 3064.87
Please issue a change order for this amount.
PP:pgn
Attachments
cc: Jobsite
Sincerely,
MCKNIGHT CONSTRUCTION CO.
Pat Patrick
Project Manager
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P,O. Box 14009' 1807 Wylds Road' Augusta, GA 30919
Telephone (706) 736-1430' FAX (706) 736-3402
QUOTATION
DATE:
August 24, 2009
TO:
McKnight Construction
Attn: Pat Patrick
FROM:
Triad Specialties, Ine.
John Demons III
JOB:
Webster Detention Center
1 - Expansion Joint Covers
Price #01 - Model RJ-28LP with Standard Finish
1 - Required @ 10'0"
(Each) Lot. Material Only $ 400,00 + Tax
Price #02 - Model SMC-l NX with Standard Finish
1 - Required @ 20'0"
(Each) Lot. Material Only $ 530,00 + Tax
Quotation is valid for 30 days. All prices quoted F.O.B. shipping point., freight allowed to job site.
Terms: 1%lOlNet 30
No Taxes included: Unless otherwise staled
We do not accept responsibility for delayed shipments or deliveries occasioned by strikes, fireS, accidents. delays of common
carriers or other causes beyond our control including delays in receiving materials or parts obtained from outside sources.
--
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SPECIALTY BUILDING PRODUCTS
Architect's Supplemental Instruction
Page 1 or:
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Architect's Supplemental Instruction
Project [0400101 - Task 07] - ARC - Task 07 - View Date
Webster Detention Center
5/15/2009
KSGW Architects
2500 Northwinds Parkway
Suite 250
Alpharetta, GA 30004
Phone: (770) 619-5913
Fax: (770) 619-5919
ASI No, 019
Date 4/29/2009
From Gregory Washington
KSGW Architects
To Pat Patrick (McKnight Construction Company)
CC Plamen Borissov (ATC Associates)
Bob Munger (Heery International Inc, (Augusta,
GA))
Norman Davis (Heery International, Inc. (Dukes
Edwards & Dukes - Subconsultant))
Bernard Dunstan (McKnight Construction Company)
Reason for Instruction
Action Requested
Probable Cost Effect
Initial Estimate Cost
Probable Time Effect
Initial Estimate Time
Insufficient Information
Direction
Unknown Cost
None
Subject
-awing No.
Expansion joint cover at firewall
ASI019
Spec Section
CSI Code
03 30 00 - Cast-In-Place Concrete
04 20 00 - Unit Masonry
Detail No,
Status
Other Ref
RFI
Instruction Details
Unit G, the attached is provided as supplemental information to extend the existing masonry firewall at the face of the
new male housing pod exit stairs,
Remarks
Linked Documents
Document Type
Drawing
Drawing
Drawing
I)rawing
rawing
Document
ASK-13
ASK-14
ASK-iS
RJ-28LP
SMC-1N WI RFX-1W
Open Description
Unit G-Male Housing building Elevations
Unit G-Male Housing Wall Sections
Unit G-Male Housing First level plan
Specification Item
Specification Item
Date
4/28/2009
4/28/2009
4/28/2009
4/28/2009
4/28/2009
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Contractor Change Request Page 1 of 1
tCK
Contractor Change Request
Project [0400101 - Task 07] - View Date 9/21/2009
ARC - Task 07 - Webster
Detention Center
McK~JIGHT CONSTRUCTION
COMPANY,INC
McKnight Construction Company
645 Frontage Road NW
P,O. Box 204718, 30907
Augusta, GA 30907
Phone: (706) 863-7784
Fax: (706) 863-2031
Contractor Change
Request No. 00033
To
Submitted By
Description
Bob Munger (Heery International Inc. (Augusta, GA))
McKnight Construction Company Date
WDC PR 32 - Add stair railing & nosings Status
State
Referenced CCO No.
8/26/2009
Pending
Submitted
Estimated Effects of Request
ITime
Amount
10 days
$1,205.00
Work Description
Exterior stairs at new Female Pod
Recommendation
Response By
Response
Bob Munger
Linked Documents
Document Type
Doc
Document
0400101 - Task 07-01059
Description
Webster PR 32
Date
8/26/2009
http://heery.constructware.comlCommonIView/Document Display.asp?DocumentType=3... 9/21/2009
William D. McKnight - President
Mason McKnight, III - Vice President
Huey E. Carter - Sec. - Treasurer
p, O. Box 204718
Augusta, Georgia 30917
Heery International/CIPM
501 Greene St., Suite 307
Augusta, GA. 30901
Attn: Bob Munger
Mr. Munger,
McKnight Construction Co., Inc.
GENERAL CONTRACTORS
,~t i 2009
FOUNDERS:
Mason McKnight, Sr, 1900-1973
Mason McKnight, Jr. 1930-1994
August 26, 2009
Office Phone: [706] 863-7784
Fax: [706] 863-2031
RE: Webster Detention Center
Cost Proposal PR - 32
ASI-35
The following is a cost proposal to furnish and install the stair nosings and handrail as noted in ASI- 35.
American Metals
McKnight 6% OIP
1.2% Bond
Total
$ 1123.32
67.40
$ 1190.72
14.28
$ 1205.00
Please issue a change order for this proposal.
PP:pgn
Attachments
cc: Jobsite
Sincerely,
MCKNIGHT CONSTRUCTION CO.
ffcdvJ
Pat Patrick
Project Manager
American Metals Inc
3925 Goshen Industrial Blvd
Augusta, Georgia 30906
August 25, 2009
McKnight Construction Co., Inc
P.O. Box 204718
Augusta, Ga 30917
Attn: Pat Patrick
RE: Webster Detention Center
Subject: ASI NO. 35
Mr. Patrick
This is a cost breakdown of the Exterior Handrails added in ASI NO. 035.
. Materials: $110.00
. Galvanizing: $105.31
. Sales tax (7%) : $15.07
. Shop Labor: $222.12
. Field Install: $100.00
. Subtotal: $552.50
. Profit (15%) : $97.50
. Total: $650.00
This is a cost breakdown of the Stair Nosings added in ASI NO.35.
. Materials:
(5) 3" Cast Aluminum Stair Nosings 7'-0" by American Safety Tread.
. Cost:: $376.00
. Sales Tax (7%) $ 26.32
· Subtotal: $402.32
· Profit (15%) $71.00
. Total:
$473.32
Total Cost Added by ASI NO. 35: $1123.32
Cc: FWB
ArChlteCrS ~upplemental mstructlon
rage 1 01 L
....
lJ r ..' 11 . 1 'I.~ I.' ( ~
I Architect's Supplemental Instruction I
Project [0400101 - Task 07] - ARC - Task View Date 8/6/2009
07 - Webster Detention Center
.
KSGW Architects
2500 Northwinds Parkway
Suite 250
Alpharetta, GA 30004
Phone: (770) 619-5913
Fax: (770) 619-5919
ASI No. 035
Date 8/5/2009
From Gregory Washington
KSGW Architects
To Pat Patrick (McKnight Construction
Company)
CC Plamen Borissov (ATC Associates)
Bob Munger (Heery International Inc.
(Augusta, GA))
Norman Davis (Heery International, Inc.
(Dukes Edwards & Dukes - Subconsultant))
Reason for Instruction
Action Requested
Probable Cost Effect
Initial Estimate Cost
Probable Time Effect
Initial Estimate Time
Insufficient Information
Direction
Unknown Cost
None
Bernard Dunstan (McKnight Construction
Company)
Subject ASI NO.035
Drawing NO.~, 3/A401F, C-201
Spec Section
CSI Code 03 30 00 - Cast-In-Place Concrete
Detail No.
Status
3/A401F
Other Ref
RFI
Instruction Details
Pat, the attached ASI is in regards to the exterior exit stair at Female Housing Unit at the rear chase.
If you have questions please contact KSGW Architects in writing.
Remarks
Linked Documents
Document
Type
Drawing
Document Open
Description
Date
ASK-33A
[E(fjJ
~fiil
~1iI
~l.fj]
UNIT F-FEMALE HOUSING FIRST LEVEL DIMENSION 5/19/2009
PLAN
UNIT F-FEMALE HOUSING BUILDING ELEVATIONS
UNIT F-FEMALE HOUSING BUILDING ELEVATIONS
Layout & Staking Plan 1 of 2
5/19/2009
5/19/2009
5/15/2009
Drawing
Drawing
Drawing
ASK-33B
ASK-33C
CSK-8
http://heery.constructware,com/Common/View/Document_ Display .asp?Docu... 8/6/2009
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Contractor Change Request
Page 1 of 1
NCK
Contractor Change Request
Project [0400101 - Task 07] - View Date 9/21/2009
ARC - Task 07 - Webster
Detention Center
McKNIGHT CONSTRUCT1CH'-J
COMPANY,It\lC
McKnight Construction Company
645 Frontage Road NW
P.Q, Box 204718, 30907
Augusta, GA 30907
Phone: (706) 863-7784
Fax: (706) 863-2031
Contractor Change
Request No. 00031
To Bob Munger (Heery International Inc. (Augusta, GA))
Submitted By McKnight Construction Company Date
Description Webster Detention PR 35- Extend Water line 40' at Status
State
Referenced CCO No.
8/19/2009
Pending
Submitted
Estimated Effects of Request
ITime
Amount
10 days
$1,729.50
Work Description
Recommendation
Response By
Response
Bob Munger
Linked Documents
Document Type
Doc
Document
0400101 - Task 07-01040
Description
Webster PR 35
Date
8/19/2009
http://heery.constructware.com/CommonIView/Document_ Disp1ay.asp?DocumentType=3... 9/21/2009
McKnight Construction Co., Inc.
GENERAL CONTRACTORS
William D, McKnight - President
Mason McKnight, III - Vice President
Huey E. Carter - Sec. - Treasurer
AUG ! 0 2009
FOUNDERS:
Mason McKnight, Sr, 1900-1973
Mason McKnight, Ir, 1930-1994
P. O. Box 204718
Augusta, Georgia 30917
August 19, 2009
Office Phone: [706] 863-7784
Fax: [706] 863-2031
Heery International/CIPM
501 Greene St., Suite 307
Augusta, GA. 30901
Attn: Bob Munger
RE: Webster Detention Center
Cost Proposal PR - 35
Water Line
Mr, Munger,
During the installation of the new water line at the video visitation, it was discovered the existing water
line is actually 40' further than is shown on the contract drawings.
The following is a cost proposal for the additional material, and labor to extend this connection.
Nordmann Contracting $ 1612.30
McKnight 6% O!P 96,74
$ 1709.00
1.2% Bond 20.50
$ 1729.50
Please issue a change order for this proposal.
Sincerely,
MCKNIGHT CONSTRUCTION CO.
{) Ox,J,.
Pat Patrick
Project Manager
PP:pgn
Attachments
cc: Jobsite
Page 1 of 1
f!!.patrick
Subject:
"Pat Nordmann" <pjnordmann@nordmanncontracting.com>
"Bernard Dunstan" <bernarddunstan@yahoo.com>
"Pat Patrick" <patrick@mcknightconstructionco.com>
Tuesday, August 18, 2009 3:59PM
WEBSTER PROPOSAL - WATER LINE TIE-IN @ VIDEO VIS.pdf; WEBSTER BREAKDOWN -
WL @VIDEOVIS.pdf
FW: Water Service to Video Visitation
From:
To:
Cc:
Sent:
Attach:
Bernard,
We have physically located the existing water line that we tie to in order to supply fire and domestic water to the
Video Visitation Building. It is forty feet farther away from the building (east) than shown on the plans and
therefore will require additional material and labor. Find attached our breakdown and proposal for this additional
work. If there is an alternative the owner or engineer would prefer please let us know soon because we want to
begin this work in the near future.
Thank you.
Pat N.
NORDMANN CONTRACTING, INC.
P. o. Box 16103
Augusta, Georgia 30919
(706) 733-7285 Office
(706) 736-9666 FAX
pjnord mann@nordmanncontracting.com
~/1 ~/?nnq
NORDMANN CONTRACTING, INC
P,O. Box 16103
Augusta, Georgia 30919
Telephone: (706) 733-7285
PROPOSAL
Date: Augusta 17, 2009
To: McKnight Construction Co" Inc,
p, O. Box 204718
Augusta, Georgia 30917
A TTN: Mr. Pat Patrick
Job: Webster Detention Center
Water Service to Video Visitation
NORDMANN CONTRACTING, INC., hereinafter referred to as NCI, agrees to furnish all labor, tools and
equipment required to provide, install, and complete the items of work set forth below in accordance with
the plans and specifications for the above mentioned job:
Furnish and install an additional 40 If of 4" ductile iron pipe to service the Video
Visitation Building & remove and replace existing concrete sidewalk, Additional
material and labor were necessary because existing line was not as shown correctly
on the plans.
Labor
Equipment
Material
Sub total
Overhead & Profit
TOTAL
$ 398.03
$ 225.00
$ 778,96
$ 1,401.99
$ 210,30
$ 1,612.30
Notes:
Terms: Add to contract as a change order.
This proposal expires thirty (30) days from the date hereof, but may be accepted at any later date at the sole
option ofNCr.
NORDMANN CONTRACTING, INe.
Patrick J, Nordmann
President
Page I of 1
DAILY REPORT OF FORCE ACCOUNT
JOB: WEBSTER DETENTION FACILITY
DATE:
August 14, 2009
Incumbrance No.
NCI # FA 8-1
DESCRIPTION:
Additional 4" C-900 water line pipe @ Video Visitation Building
LABOR:
1) Eric T. Coleman 4.0 $ 23.75 $ 95.00
2) Mario Molina 4.0 $ 9.86 $ 39.44
3) Ervin Kendrick 4.0 $ 12.50 $ 50.00
4) Quentin Ware 4.0 $ 9.00 $ 36.00
5) Lance Singletary 4.0 $ 9.00 $ 36.00
6) Jose Luis Binzha 4.0 $ 9.60 $ 38.40
7)
8)
9)
10)
11 )
Direct Labor Cost $ 294.84
Payroll Taxes, Insurance & Benefits @ 35% $ 103.19
Total Labor Costs $ 398.03
EQUIPMENT
1) Ford F-250 P/U # 329 1.0 $ 25.00 $ 25.00
2) Hitachi 330 Excavator 1.0 $ 90.00 $ 90.00
3) Ingersol Rand Vibratory Roller 1.0 $ 35.00 $ 35.00
4) Wacker Trench Roller 1.0 $ 20.00 $ 20.00
5) Kawasaki Z 70 Loader 1.0 $ 55.00 $ 55.00
6) John Deere 700 Dozier $ 75.00 $
7) $
Direct Equipment Cost $ 225.00
Sales Tax @ 0%
Total Equipment Cost $ 225.00
MATERIAL
1) 4" PVC C 900 Pipe 40.0 $ 2.10 $ 84.00
2) Concrete (3000 psi) 2.0 $ 104.50 $ 209.00
3) Delivery Charge for Concrete 1.0 $ 85.00 $ 85.00
4) Utilities Locate 1.0 $ 350.00 $ 350.00
5) $
6) $
7) $
8) $
9) $
Direct Material Cost $ 728.00
Sales Tax @ 7% $ 50.96
Total Material Cost $ 778,96
Net Cost $ 1,401.99
15% Overhead & Profit $ 210.30
Total $ 1,612,30
Contractor Change Request
Page 1 of 1
ACK
Contractor Change Request
Project [0400101 - Task 07] - View Date 9/21/2009
ARC - Task 07 - Webster
Detention Center
McK~'JIGHT CO~~5TRUCTjOf\j
COMPA~-JY, INC
McKnight Construction Company
645 Frontage Road NW
P,O, Box 204718, 30907
Augusta, GA 30907
Phone: (706) 863-7784
Fax: (706) 863-2031
Contractor Change
Request No. 00022
To
Submitted By
Description
Bob Munger (Heery International Inc. (Augusta, GA))
McKnight Construction Company Date
ASI-22 - Addition of Water Heater to G Pod Status
State
Referenced CCO No.
6/24/2009
Pending
Submitted
Estimated Effects of Request
ITime
Amount
10 days
$64,813,04
Work Description
File was too large to upload just the money pages were uploaded the
rest will follow via post office.
Recommendation
Response By
Response
Bob Munger
Linked Documents
Document Type
Doc
Document
0400101 - Task 07-00861
Description
Webster PR 19
Date
6/24/2009
http://heery.constructware.com/Common/View/Document_ Disp1ay.asp?DocumentType=3 ... 9/2112009
McKnight Construction Co., Inc.
GENERAL CONTRACTORS
.v~ ~~ij ~'1\ ([~~
FOUNDERS:
Mason McKnight, Sr, 1900-1973
Mason McKnight, Ir, 1930-1994
William D, McKnight - President
Mason McKnight, III - Vice President
Huey E, Carter - Sec, - Treasurer
P. 0, Box 204718
Augusta, Georgia 30917
June 24, 2009
Office Phone: [706] 863-7784
Fax: [706] 863-2031
Heery International/CIPM
501 Greene St., Suite 307
Augusta, GA, 30901
Attn: Bob Munger
RE: Webster Detention Center
Cost Proposal PR - 19
ASI - ZZ
Mr. Munger,
The following is a cost proposal to add or modify the water heaters as described in ASI - 22
Menk Company
Sack Electric
Total
$ 58,134.35
2285.00
$ 60,419.35
3625.16
$64,044.51
768,53
$64,813.04
McKnight 6 % alP
1.2% Bond
Please issue a change order for this amount.
Sincerely,
M~wUCTION CO.
Pat Patrick
Project Manager
PP:pgn
Attachments
cc: Jobsite
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,'THE',S'.A.C.K' 'C.OM'PA.N'Y
May'19, 2009
'\ .' .'-. ". .' - .
. Project:.W~bster Detention'Center
Mcknight ConstructionCo.,'lnc.
p.;O., Box 2Q4718. .'. '...' .
Augusta/.Georgia 30917
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..,Regarding: ASI #22/ Sack Electri,cal,Change Order
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Pat, .... ... . ,.. .. .....
. Per your- request'o'urpricing fO'rASI #22 is 52.285,00, Please IS5u,e a change Order for this 'arnbunt if we. .
are to'.proceed.with.'work: lHlO,nd i,s requited please.addl% to. the total~amount,.'The fqllowing:i$ our ....
'taboraiidmatefiai breakdown:' , . . .. ,.
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PHONE: 706--724.7371
9he uUenk Company
P.O. BOX 3147
AUGUSTA, GEORGIA 30914-3147
June 23, 2009
McKnight Construction Company, fne,
645 Frontage Road NW
Augusta, GA. 30907
Attn,: Mr, Pat Patrick
RE: Webster Detention Center
Change Order Per ASI No. 022
Adds for Male Unit G
Dear Mr. Patrick,
We respectfully transmit a Change Order in the amount of $ 58,134,35
For the above referenced project.
*Clarifications: No electrical or any other type trade work.
See attached Breakdown and Copies,
Lahor:
Journeyman Wage Rate $ 23.52 + (30%) TSS $ 7,05 + Benefits $ 11.13 :: $ 41,70
359 man hrs. X $ 41.70 = $ 14,970.30
Material w/7% tax: $ 24,916,81
Labor:
Material:
SME
CI
SouthEast
$ 14,970.30
$ 24,916.81
$ 3,847.00
$ 3,153.00
$ 3.164.00
$ 50,051.11
$ 7.507.66
$ 57,558.77
$ 575.58
$ 58,134.35
15% OH&P
Bond 1 %
If you should have any questions or comments, feel free to contact me.
Thank You,
ff/l,l.. <-lJ1r
P,H.F.Tnlith'V
The Menk Company
"AX' 7()R-7?4-9911
Sheet :M.eta{fEneineers, 1'#,c
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Tht: MCIU\ Company.
rOBox.3J47
Augusta, GA 3091,4
AI1.rl: Vee Smith
" ~"
TlE: W~bster Detention
SM~: .JclbH 6826
Vcc.
Pf'r yuur re4ueill for pricillg on AS} #22 & sketch ~.sK~J Q~ tf~;~~\ye:rClerel~-d job we have. th~
foil owi l'lg: .
,Material
Curb ,
Type ".J:l" vent wl2-45's., cap colJar " tla$hing
Field l.abor
Subtotal
C)vcrh~Rd & Pm fit
Totnl
~ 1'50,00.
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From: Jesse Payne [ppaynecisi@hotmaiLcomJ
To: VEE SMITH
Subject: Webster Detention Center-ASI #22
PSK 8 and PSK 9-Male Housing is the only change that effects insulation as follows;
Additional cold-hat-hot water circulating pipe, fittings and valves
Insulation Material-$l,200.00
Insulation Labor -$1,682.00
Pipe Saddles/Shields Material-$101.00
.." " Labor -$ 60,00
Identification Material-Supplied by Menk
If Labor-$60.00
Valve Tag Material-Supplied by Menk
" "Labor-$50,OO
Total Additional Cost of $3,153.00
J, Paul Payne
Senior Project Manager
Carter Insulation and Services, Inc.
(Off) (803) 593-5993
(M) (803) 640-0129
Fax (803) 593-5566'
SouthEast
AUTOMATED SY~TEMS
Date:
Project:
5/20/2009
Webster Detention Center
Building Automation System
Proposal #: OB-CG026-ASI#22
SouthEast Automated Systems is pleased to quote the following scope of work for the Building Automation
System portion of Webster Detention Center, Augusta GA, as per ASI No.22
ASI No.22 SCODe of work:
· Provide control panel, interface relays and automation programming to control and monitor Male
Housing gas fired water heaters.
· Supply and return immersion temperature sensors will be added to the system for monitoring and
alarm.
· Current switches and relays for circulating pump control and interlock will be added to the system.
· Graphic for system command/control will be added to existing front end console.
· Interlock, status and enable of the gas fired heater with flow switch safety interlocks will be added to
the system.
General Clarifications for work:
· All control wirina to be installed in EMT and or rigid conduit.
· All area ceiling smoke detectors and/or fire alarm modules are to be provided and installed by others.
· No starters, variable frequency drives (VFD's), contactors or disconnects are included.
· Control panel power not included.
· Dampers of any kind are not included and assumed integral to the unit.
· Complete engineered submjttals and as-built documentation are included.
· System commissioning and owner training included.
· No bid bond or performance bond is included in this price.
· All work is to be provided during normal working hours (M-F, 7:00 am to 3:30 pm). Any work required
to be performed outside of these hours will be at additional cost.
The attached break-down pricing is firm for 30 days.
Attached Terms and Conditions apply to this proposal
Thank You.
Best Regards,
Tim Williams
Managing Panner
Ph: 803-341-9088
Fax: 803-341-9089
Cell: 803-540-7055
SouthEast Automated Systems, UC
Mail to: P,O. Box 7570 North Augusta, SC 29861
Ship to: 1213 Summerhill Road North Augusta, SC 29841
08-CG015
Page 1 of 2
SouthEast
"UTOM>\,TED SYSTEMS
Terms & Condltionti;
1. RENITT ANCES All mvolces shall be aue and payabla upon reoeipl in United Stlltea currency, free of exchange. or any other cl1arges, or as otherwise
~reecl .upon an,d set forth in writing by Sou1hElIlIl Automated Systems, (h8l'einllfter called "Salle!"). The Custaner, if 50 requested agrees to fumish Seller
with III information Indudlng finanCIal stlllementl, necellary to make a proper credilsppraisal. Reluslll to supply infolTlllltion may cause this proposal to be
withdrawn. Terms of payment origifllllly gnlnted are subjec\ to the approval d continued Cl'8dlt ltl.tU$, Prices Ira SUbject to comlCtion for error.
2. PROPOSALS Proposals lire based upon straight-time labor, Any request by the Custornl>r for overtime we", ahall be conSIdered an extra. Thl. proposal
expires 30 days liter i1s dale, sUbjact to the provisions d the tirst sentence 01 the paragraph below antiled "Acceptance 01 Terms'
3. PROGRESS PAYMENTS Seller reserves the right to invoice Customer monthly as the work progresses, for aft ma1ariala aelivered to the job sita or to an otI-
.ite faCility lInd to<' all work performed on-lrie and oIr-slle. Engineering. drafting and other mobWiz8lion coats incurred prior to instllNation shall be indudad in
Sellel'8 Initial invoice and be equal to filteen percent (15%) of the contract price, InYOices are due upon receipt by Cu&tomer. It the Customer beComes
overdue ,n any progrell5 payment. Seller Ihall be entilled to suspend work, shall ~ enliled to inl1lr8st at tile annual rate C1f 18% or the mallimum permitled
by tha Slate of Georgia; and allo to lIVailltaelt of any other legsl remedies. Seller shall also be entlUed to interest on all amounls rel80ned by- Customer from
progntllS payments or otherwise. Customer.agreesthat he will pay snd/or reimburse Seller for any and all rea..,nable attomeys fees wllich are incurred by
Seller in the collectiOn C1f amounts due and payable hereunder.
.. CANCELLATION AND SUSPEIlISION Any contract r&sultng from this propenl is sUbjact to cancellation or instructions 10 auspend work by the customer
only upon agreement III pay SeHer adjustment charge.
5 TAXES The amount of any tuture IIle&, use. occupancy, excise, or ather tax, federal, state, or local which Seller h..re8ller shall be obligated legally to pay,
either on ita own behalf of the Cuatomer or otherwise. with respact to the malarilll covered by this proposal, ahall be lidded to such prices and paid by the
Customer
6. LOSS, DAMAGE OR DELAY SeNer shallllot be liable tor any losa, damage. or delay occasioned by any causes beyonCl Selle~& conlrol. including, but not
limited to. governmental actionl or ordara, embargoes, strikes. d~rences with workmen, fires. ftooda,'accidents, or transportation delays. IN NO EVENT
SHALL SELLER BE LIABLE FOR ANY CONSEQUEIlITIAL OR SPECIAL DAMAGES
7, WARRANTY Saller watr.:lnts that the equipment manulactured anll a&rvlcea fumished by- it and covered by this proposal all!! free from defects in material
and workmanahip under nonnal uae and a8I'Vioe and. wlthou! charge, equipment found to be so deI1Ictive in matarlal or workmanship will tie rllpaired or
replaced, I written notice of faNurll is recall/eel by Seller within one (1) year llfter date of installation. pIO'<ided Hid equipment hlUl been operated in
accordance with SeHer's inatruCtiol'll and provided such defacta SIB not d~. to abuM, fira or d"c;ompoalton by chemical or gllvenie edion. TH IS EXPRESS
WARRANTY IS IN LIEU OF AND EXCLUoe:S ALL OTHER WARRANTIES, GUARANTEES, OR REPRESENTATIONS, EXPRESS OR IMPLIED, THERE
ARE NO IMPLIED WARRANTIES OF MERCHANTABILITY OR OF FITNESS FOR A PARTICULAR PURPOSE. Seller aasum_ no responsibility for repairs
mtlde on Seller's equipment urne.. done by S4IIIers auth0tiZ8d peraonnel, or by- written BUthorlty from S8ller Seller makes no guarantee with rllspect 10
material not manufactured by n, '
8. PURCHASER'S REMEDIES The Customer'a remedies with IBapeet III equipment found 10 be defeotive in materisJ or workmen..hlp shall be lim~ed
eKdUlively Ie the right of repaif or replacement of aucl1 detecllve equipment. IN NO EVENT SHALL SELLER BE LIABLE FOR CLAJMS (BASED UPON
BREACH OF IMPLlEO WARRANTY} FOR ANY OTHER DAMAGES, WHETHER DIRECT, IMMEDIATE. FORESEEABLE, CONSEQUENTIAL, OR
SPECIAL OR FOR ANY EXPENSES INCURRED BY REASON OF THE USE OR MISUSE OF EQUIPMENT WHICH DOES OR DOES NOT CONFORM TO
THE TERMS AND CONDITIONS OF ANY CONTRACT RESULTING FROM THIS PROPOSAL
g, PATENT INFRINGEMENT SeNer wal hold its Cuatomer and the Owner harmleas from Infringament C1f any Un~ed Slatell patent ""vering equipmenl of ita
manufacture Thi6. of nee_~y, ia limited to the eqUipment per .. and cannot be elllended to application a 01 such equipment in a system. except in writing
by an officer of Seller. The Customer and Owner ahall 8l2vlse Seller Immediately in the event any claims of infringement lIRt brought to their attention.
10. GOVERNING LAW Any contract "'lulling from this proposal shali be governed by, construed. and entcrced in accordance with the laws of the Stale of
Georgia.
11, CERTIFiCATION The per$On WIlose algnatura appear& on the attached hereof hereby certifies thst. to hia beal knowledge IIf1Cl belief. the snnalead bid is net tile result of any ag~ment. arrangement or und8r518nd4ng between the Seller and any other manulacturer or &elIar of automatic tamperalure control
aysb!ms and thBttne prices, teons or condition. thereof have "ot been communicated by or on behalf of the Seller to any such person and will not be
communicated to any auch person prior to the offICial opening C1f said bid.
12. ACCEPTANCE OF TERMS This proposal shall become a binding contract between the Customer and Seller when accep\ed in wri~nli1 by tne Customer.
Such acceptlloce shall be wlth mutual undel'8tanding that the term. and conditions of thil proposal a", a part thereof with the ....me eflact a. though signed
by both panial named herein and .hall prevail over any inconsistent provision of said order.
13 No waiver. lIile ration , or modification of the terms and conditiona on this ancl the anached hereof shall be binding unleal in writing and signed by an
authorized rapra$8ntati"., of Seller.
SouthEast Automated Systems, LLC
Mail to: P.O. Box 7570 North Augusta, SC 29861
Ship to: 1213 Summerhill Road North Augusta. SC 29841
08-CG015
Page 2 of 2
SouthEast Automated Systems, LLC 4. LABOR HRS. ADJUSTMENTS & EXPENSES
Pricina Summarv Mech. Elec. spec. Desn. Pro;.
Project: Webster Detention Center ASI.22 HourB Hours Hours Hours Hours
L.ocatlon: Auguste. GA Estimate Totals: 1--- 0 0 0 01 .Q
____~i!~~~~p~j~.~t~~___________________________________________ Efficiency Adj. /--. J
Report Dllte: 512012009 - ==---t==-
---------~!~-Y.2.~!!!_ll!..~~_________1!.1.l~9.Q.9_____._____.____________ TOTAL HRS. 0 0 0 _. 0- ()
Comments: ASI-22 break-down TRAVEL & EXPENSE FACTORS
Oist8nce One-Way: Electrical & Mechanical: r 0
Distance One-Way: Sys. Spec. & Proj. Mgmt: 0
Rate per Mile or Km: SO.55
Per Diem Travel Expenses: $0.00
5. MECHANICAL LABOR
Description From To Rate Hours Cost
1. MATERIAL Journeyman 50.00 I 0 $0
DescnDtloo CDS Journeyman 0.1. $0.00 I O. $0
Material list Price 51,200 SuperviSion I . ~~:~g+::-_.~ 50
less Discount @ I 20% L_____E.4i SO
Net Material Price 5960 Travel & Expenses $0
Material Escalation @: 0% 1________.Ji.q, TOTAL MECHANICAL LABOR (Transfer to TOtals)
IAdjusted Net Material Price $960 011 SO
Taxes @ 7.000/. .: $67 . &, ELECTRICAL -4Ang
$0 Descrinlion From To Rate Hours Cost
Freight @ 3% $29 Journeyman 546.00 01 SO
Warranty @ 3% $29 Journeyman O.T. 569.00 -~ SO
TOTAL MAT'l PRICE (Transfer to Totals) $1,086 Supervision $0.00 0, $0
Outside Material (Non DOC) Cost t-- .~~ $000 O. SO
less Discount @ I 0% ______~~ Travel & Expenses $0
Net Out~de Material Material Price $252
Material Escalation @! o%l__..___~..o TOTAL ELECTRICAL LABOR (Transfer to Totals) 011 $0
!Adjusted Net Outside Material Cost $252 7, DESIGN & MGMT. LABOR
---..--
Taxes @ 7.00% $18 Descriotion From To R8te Hours Cost
SO System Spec. $74.00 I 4 $296
Freight @ 3% $8 50.00 I 0 SO
Warranty @ 2% $5 Travel & Expenses SO
TOTAL OUTSIDE MATERIAL 5282 Design J S80.00 I ---oJ $0
2. SUBCONTRACTS Project Mgmt. $110.00 l J $220
Dewiotion Cost I SO.oo _ 0 SO
Electrical S ubcontracl L---~ Travel & Expenses ~$o'O~~E~ $0
Matenal Handimg SO
r---- SO
SO
rrOTALSUBCONTRACTS II $920 TOTAL DESIGNlMGMT LABOR /Transfer \0 Totals) 5516
3. DIRECT PROJECT SUPPORT TOTALS
Desoriotion Cost Net Project Cost (From Outside Material, 2, 3 & laber) $1,718
Small Tools & Supplies - Consumable & Expendable SO Overhead @ I 10% I______!!g
Major Tools.. Depreciation & RepaIr, Rental SO $1.890
.-.....-..--- Profit @!.q_h_-,ooi.~L.______.!lMl
Sub-lotsl 52,079
i
.. ....-....----
........ Material Price (from 1) 51,085
--
OTAl PROJECT SUPPORT $0 OTAl PROJECT PRICE . $3 16<1
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-. - -.-
to
MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC,
.
EQUIPMENT, PLUMBING
DOMESTIC HOT WATER GENERATORS
HORIZONTAL PACKAGE DOMESTIC VERTICAL PACKAGE DOMESTIC
STORAGE HEATER STORAGE HEATER
510np Tuk Size Approximate Weilhl Man Storace Tank Siu Appram.we Weipl Man
(Ga\kms) DiI.. I LcnStb Ovc.raIl Size (lbs. ) Houn; (Gallons) Dia. x Lcngth OveRIl Size (Un. ) Houn
(iu::;hQ ) L%W:xH (iDc:hcs ) L:rWxH
(iDches) (inches)
170 30%60 &h: 32 % 61 2S10 30,00 110 6OX60 54X38XBS 2495 30,00
240 3Ox84 106138%67 28SO 30.00 240 30XIW S4X38XI08 - 2790 30,00
338 361M l08x41:r 68 3220 36.00 284 36X72 6OX48XIn 3020 30.00
360 36%96 110 x 47 %70 3500 36.00 --7'338 36X84 6OX48XI09 3210 36.00
600 421108 130 x 47 x 70 4040 39.00 392 36X96 6OXS9 X 121 3400 36.00
770 48X108 .132 x 58x 76 47BO 39.00 460 42X84 nX59XI09 3550 36.00
US 4hl20 144xS8:r76 5100 39.00 530 4ZX96 nX60X120 3800 39.00
lOSD 48%144 17Z158x76 5750 3!l.oo 680 48XP6 78 X 6SX 120 4680 39.00
1235 4S x 168 196166:x 76 6540 39.00 86S 48 X 120 78X74X14S 5180 39,00
1600 601144 178:1:66x92 6920 39.00 1300 60 X 120 !lOX 74 X 148 6210 39.00
l!lOD 6Dx 168 198:1: 66 x: 92 7890 45.00 1980 72X 120 I02X 74X 148 7840 45.00
Z300 72x 144 174x72 1 105 8770 45.00
2720 721168 198x72x 105 10150 54.00
3250 84 1 144 174172% 118 11760 54.00
4170 96 % 144 174x72% 130 14260 S4.ClO
NOCes: 1. Above ~ iocludei skid moUlltcd jackelc.d and IiDed lank <:omplete willi :emovabI.c: bEating section and control ~Yes,
circulating pumps, trapli, strainers, tbenaometers, pups, aDd reliefs all prepped lIUd wired..
2.. Weipt based 011 125 lb. w<<ting pressure .
3. HeatiDg medium is 5team.
COMPACT PACKAGE WATER HEATER: SEMI-INSTANTANEOUS
GPM Size Weigbt Slotage Mall
LxWxH (Ibs.) (pIloas) HoIl1'S
(ilICbc.s )
8 39 x 2&x 51 1l3O 27 16.50
16 39%28151 1140 27 16.50
36 41136%52 1225 3S 16.50
43 45x4O%53 1300 4S 18.00
69 4Sx40x 53 l32S 4S 18.00
72 52x42%57 1410 13 18,00
106 52142:r 57 1430 73 18.00
131 S9xS2xS8 1800 120 1950
177 64x60166 2100 19& 24.00
NOles: 1. GPMbased 0040" F to 140" Fwalerwith2 psi stcam.
r 2. AbO\I8 package includes skid mOl1lltecl jacketed and liDed tank c:omp1ele with reancrvable heating aec:uon ano control VlI1ves.
c:irculatir:1g pwllps, traps, sllainers, thcrmo~ters, puges, and reliefs all prepiped and wired,
3. Wcigbt hued on 125 lb. working prusure
4. Heating medium is steam
CMCAA 1972
14-10
Re\'ision -0- (04/01/7"E)
€la
MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC.
EQUIPMENT. HVAC
TANKS. EXPANSION EXPANSION TANK ACCESSORIES
Oil. ElCplnaion Sc::rd, Fig, ANtra'
Capacity Dimen.lon. WeiGhta Men In. Tanio; Witter In lln, In Line Tank
{Gall linl ' llba' HDun Galle Airtrol Rot. Fitting
Di.meter x L wI" Valve, Ai"rol
125'
-;?-ID1: 9 x 32 30 3.00
12 x 30 50 3.00 318 1.85
18 12.36 62 3.00 112 1.88 1.00
314 1,26
24 12.48 73 3.00
30 12.60 7& 3.00 I 1.35 1.35
40 14.60 90 3.00 1 1/4 1.S0
1 112 1.70
60 20 x 48 125 4.50
eo 20 Ie 63 200 4.50 2 1.82
100 ! 24 . 60 260 4.50 2 112 2.2'5
3 2.50
120 24 . 70 338 4.50
150 24 . 114 370 6.00 4 4.85
175 24 . 86 ' 420 6.00 '5 6.25
S 6.75
200 3Ox72 485 (1,00
300 30 x 108 ?60 9.00 8 9.00
400 36 x 96 805 9.00 10 t2.:JQ
Nota: ea....clion factor for height not IIeHed if hUI1ll
13 feet or Ie.. olf tn. floot.
TANKS. PRESSURE VESSELS
ClPKity W8lght Man
(Gan llbal HOUri
100 300 4.50
150 400 6.00
200 600 6.00
275 730 9.00
500 1020 &.00
1000 171M) 8.00
1500 2400 12.00
3000 4000 12.00
4000 4"0 18.00
5000 BilBO 18.00
7500 8270 24.00
1??oo 11600 24.00
15000 16700 30.00
" 1892 by MeA"
11.2..
Aeloliaion-2-(2/15182l
.
MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC, .
EQUIPMENT, HVAC
PUMPS PUMPS
Centrifugal Flexible Centrifugal Duplex Condensate
Coupled End Suction Pump With Receiver
Diameter Molor DimellSions Weights Man E.D.R. Receiver DimensiollS Weight Man
(In) HP (in.) (Ibs) HDurs (Sq. Ft.) Capacity (in.) (lbs) Houri
LxWxH (Gal.) LxWxH
11/4 :2 38 x 1.5 x 13 257 6,00 3000 [2 SO x 22x 22 39.5 12.00
11/2 .5 43% 18x 17 389 9.00 6000 12 50xZ2x22 390 12.00
2 10 43x18x21 .3'29 12..00 1??oo IS 48x22x22 440 18.00
21/2 20 48x 19x21 671 12.00 1S000 25 .54x26x22 S5S 18.00
3 30 55 x 24% 21 834 12.00 20000 2S 54x26x2.2 .555 18.00
4 40 .551:24x21 920 12.00 25000 35 56:11: 28x 22 aSS 18,00
5 '0 .55%24x21 998 12.00 30000 35 .56x28x22 655 18.00
6 2S .5.5%24X 21 868 12.00 40000 .55 62:1: 28x 22 720 18.00
5??oo 5.5 62x 28:1: 2.2 765 18.00
Add for Alignment: 0- SO HP 6.00 Man Hours
PUMPS PUMPS
Centrifugal Duplex Centrifugal Close Coupled
Vacuum Heating Pump End Suction
Water Air Dimension Motor Weight Man Discharge MOlor Dime Mions Weigh I Man
GPM CFM (in.) HP (lb5 ) Hours Diameler HP (in.) (Ibs) Hours
LxWx H (in) LxWxH
S 1 54x24% 14 1 200 12.00 11/4 1/2 211111 119 6.00
9 6 .54x24x 14 [ 215 12.00 11/2 Il/Z 22x 17 182 6.00
15 9 S4x 24% 14 1112 230 12.00 2 10 29% 17 28.5 9.00
23 9 .57x27% 16 11/2 245 12.00 21/2 20 33:1: 18 371 9.00
30 13 .57 x 27:r. 1~ 2 260 12.00 3 30 3.5 x 18 491 12.00
38 13 63 It 33 x 19 2 27.5 12.00 4 40 36x21 5415 12.00
4.5 13 63 x 33x 19 2 290 12.00 .5 SO 37 x 21 609 12.00
6() 13 63 x 33:1; 19 3 320 12.00 6 25 33 x 22 S04 12.00
PUMPS
In Line Circulation
Suction Molor Dimeasions Weight Man
Size HP (ill.) ((hs) Hours
(in) LxWxH
1 1/4 20x 11117 60 3.00
~1/4 113 21:1t 1111 8 65 3.00
11/2 1/2 Zh 12x 8 70 3.00
2 3/4 2.2 x 12x8 7.5 3.00
2. 1 23x 14x 10 110 4.S0
2 11/2 24% 14x 10 115 4.50
CMCAA 1972
11- 26
R.evision -O-(04120nI)
.. MECHANI~AL CONTRACTORS ASSOCIATION OF AMERICA, INC.
SPECIALTIES, PLUMBING
THERMOSTATIC MrXING VALVES
Manual Thermostatic Water M"lXing Valve Unit complete \\lith handle operated
dial type mixing valve, union angle check - stops with removable inlet strainers.
Screwed connections. Completely factory assembled
Connection Sizes Capacity No. of Recessed with
Inlet Outlet GPM@ Shower Wall Box or
(inches) (inches) 45 Psi. Heads Surface
Served. Mounted
(Manhours)
3/4 1 25 5 4.13
1 1 30 6 4.43
1 11/4 50 10 4.73
1114 1114 60 12 5.40
11/4 1112 75 IS 5.70
1112 1112 100 20 6.00
1112 11(2 125 25 6.00
~112 2 150 30 6.38
. 2 2112 225 7:13
2112 3 300 7.88
· Labor for shower he~ds not included.
Manual Thermostatic Water Mixing Valve, complete with
handle operated dial type mixing valve. pipe mounted.
union angle check - stop with removableinletstrainer,
volume control & shutoff valve, thermometer vacuum
breaker, screwed connection completely factory assembled
Connection Size Capacity
Inlet Outlet GPM@
(inches) (inches) 4S Psi,
112 1/2 10
112 3/4 15
314 3/4 20
3/4 1 25
1 1 30
1 11/4 50
11/4 1 1/4 60
Man
Hours
2.63
2,70
2.8S
3.00
3.38
3.75
4.13
CMCAA1992
13-4
Revision-O-(04~lm)
..
to
MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC.
VALVES
BRASS AND BRONZE VALVES *
Gate · Globe ·
Dia. Flgd. Scrd. &rd. Scrd. Swc.al F'I8d. Scrd. Scrd.. Senl. Sweat
in. CllSO C. 150 Cl. 200 a. 300 a 150 a. 150 a. 150 a. 250 a 300 c. 150
1/2. .52 .54 .54 ,41 .54 .52 .53 A2
-:;> 3/4 .72 .72 ,75 .56 .72 ,74 .75 .56
1 .87 .87 .851 .93 .66 .88 .851 .90 1.00 .68
11/4 ,91 .1.05 1.0S I.OS .75 .92 1.04 un l.ll8 .77
1112 .93 1,16 1.16 1.23 ,81 .96 1.17 1.19 1.23 .83
--;> 2 1.10 138 1.44 LS8 .94 1.13 1,46 1.49 1.48 .99
2112 1.23 2..23 2.30 2.51 1.50 1.29 2.31 2.51 1.58
-"'7 3 1.35 2,10 2.84 3.11 1.85 1.61 2.84 3,11 1.97
_~4 2.55 .2.98
HOSE BIBB VALVE* BRASS AND BRONZE FOOT VALVES
CHECK VALVES
BcOme Cast Iroll
-
DiL Di&. Scrd. Scrd, F1gd. Sweat DiL No Press. No Pres. No. Pres
in, Scrd in.. a.12S 0.300 C1.150 a. 12S in Sent Sent F1gd,
1/2 .53 S3 .42 1/2 .69
1/2. .27. 3/4 ,71 ,71 .56 3/4 .82
3/4 .36 1 .87 .87 .68 1 ,91
1 .5() 11/4 1.01 1.01 .88 .77 11/4 1.00
11/2 .65 11/2 1.11 1.11 .9Z .83 11/2 1.05 1.04
2 .81 2 1.37 1.37 1.12- .\)9 '2 1.20 1.19
21/2 134 21/2 2.19 1.35 1.58 21/2 1.57 1.66
3 2.69 1.41 1.97 :; 1.81 1.94
4 2.60 .. 2.51
6 4.43 2.43
8 3.14
10 6.01
12 '.16
CMCAA 19518
8-1
Revision ;,OS-{03115!l18)
to MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA I
,
SPECIALTIES, HVAC
STRAINERS TRAPS
Dia. aIlS 0.125 a.12S C1.12S Cl.12.5 C1..2S0 0.250 3 . Bucke F&T Thrmc Ball Snap Impulse
in. Sere!. Scrd.. Flgd. Flgd. FIgd. Serd. Flgd. Sepnent Trap Trap stat Float Action (Thrml.)
Simple.r Simplex Simplu DuplCl: Wye Wye Wyc Camp Trap Air Air
Basket Basket Basket Basket TyPe 1Ype 1Ype 'Ii'ap Trap
Steel cr. el, cr. C.I. e.I. C.r.
1/2 1.17 2.01 1.02 .67 1.10 1.01 .77 un .77
-," 3/4 1.40 2.01 234 1.28 .73 1.46 1.35 1.13 1.2S U9 1.13
1 1.59 2..2S 2..34 .137 .87 1.71 !.Ss 1.33 2.03 1.76 133
11/4 1.76 2.70 2.58 1.47 1.08 2.10 1.74 2.15
11/2 1.91 2.93 2.70 1.62 1.75 t.27 2.44 2.01 2.63
"-72 2.28 3.27 2.01 3.21 1..64 2.16 2.28 1.56 3.llS 2.5:5 2.8S
21/2 3,48 5.03 2.68 4.95 1.80 2.83 2.86 1.86
3 4.05 5.69 2.75 sm 2.00 3.44 3.23 2.31 DRIP PAN ELLS
4 4.37 7.89 3.38 ),74
5 6.23 10.49 4.34 4.56 Dia. c.r. c.I. CSt!. CSt!.
6 7,47 lUO 5.04 6.26 iD. Scni Flgd.. Sen!. FIgd.
8 8.03 12.29 6.80 7.75 End End End End
10 1Q.82 14.18 9.32 10.22 Z l.24 1.01
12 12.69 15m 1133 13.00 21/2 1.74 lS1 1.80 1.57
14 14.00 16.89 13.83 14.9S 3 2.01 1.70 2.05 1.75
16 15.32 19,17 15.23 15.27 4 3.03 2.81 ),11 2.89
18 16.01 21.51 16.58 20.26 5 4.38 3.76 4.45 3.83
20 19.23 26.30 17.18 Z2.04 6 5.28 4.38 S.34 4.44
24 2135 3L62 2O..S8 2434 8 5.28 5.36
WATER ACCESSORIES *
Dia. Flow Flow. Solder Scrd. Flow Hydro Float FlL Opt, BALANCE VALVES
in. Meier Meter Mono- Mono- Switch seopic: Oper. AU Vent (CALI BRA TED)
Wafer Wafer Do no hdcDe Air AU '11/10' DiI.. Sent Socket F1gd.
Type Type ruting Fitting Veat Vent Capi - in, Weld
Orifice Flgd. Iary
1n 1.02 .82
In ..38 .75 1-'0 3t. 1.29 ,95
3/4 .86 1.D2 1.10 1 1.48
1 .96 1.20 1.13 1114 U7
11/4 .56 1.05 1.37 11/2 l.n
11/2 .59 1.0$ 1.46 2 2.07
2 1.16 1.65 21/2 2.85 2.SO
21/2 .65 1.36 3 338 2..5S
3 .66 l.36 4 5.39
4 .69 2.30 5 6.23
, 2.60 6 7.IT
6 .78 2.60 8 8.60
S ,9Z 2.65 Note: ~g of system Dol included
10 3,84
12 3.84
CMCAA 1998 10-1 Rcvision-7-(Cl:3/1519S)
.
MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC.
MISC. LABOR OPERATIONS
TAGGING & MARKING
LABOR OPERATION
M&2I
Houn
~ wLlll Brass Valve Tag
-4> IIIJLIIl Labels., Buds
or Direetiou.l At'rolItI
~ IIISLIIl Plastic &paved Plaque
.1$
.38~r
S1
PIPE BENDING
Pipe Setup TUDe Labor per
Size MlID Houn Belll1
MaD. Hours
1/1 .75 .38
3/4 .7$ .3&
1 .75 .3&
1 U. .75 .3&
11/2 .." .38
1. 1.OS .38
21/1 LOS ,7$
3 1.OS .75
311.Z 1.35 1.50
4 135 1.S0
N01"ES:
1.. BcDds up \0 11ll iD.. pipe siz~ ~ assumed co be
made wnth rowing &able machiDe.
2.. BeDds m 1. in.. 10 4 ill.. pi~ si:ze life USUmecllO be IIIade
wil11 bydraulic beadcr,
3. All brn..:iiIlS aquipmallt e>1ecxtic pcMere4.
4. AU Mcds haw .. radius atleMt . times l11c pipe aiu..
,. All beads an 90 aqic: or icac.
6. All beads are made in the field.
7. All beads are for schedllle 40 c:arboll stc:el pipe or
bcaYicr waiL
CM(:AA 1993
17-5
Revisioa. -1- (1011187)
to
.
MECHANICAL CONTRACTOR ASSOCIATION OF AMERICA, INC. .
EQUIPMENT, PLUMBING
GAS PRESSURE REGULATORS
DiL I..a.w DbI.Port Law Press.
ill. PrcA. au Reg. Scrd,
Flgd. Gas Reg.
ScrvAgd.
3/4 1.74
1 1.98
11/4 2.16
1112 3.35 2.30
~2 3..56 5,51
3 5.64
4 8.76
6 10.58
GAS METERS
12511' 300tJI 6001I' 30011' 6001I' 12511' c.s. Alum.
Flgd, Flgd. FIgd, Agd Flgcf. F1gd. Sent Scrd.
Turbine Turbin Turbin Po.it. Posit, Posit. Domestic Domestic
Displ, Displ. DispJ,
1.31 .
1,52
1.67
1.805
4.29 4.37 2.2S 5.27
7.01 7.41 3.30 7.10 5.07
2.60 4.85 Sl..5!l 7.98
3.02 6.89 8.07
3.95 U4 10.73
6,56 9.35 12.05
Dia.
in.
3/4
1
11/4
1112
2
3
4
6
8
10
PACKAGE WATER SOFTENERS: COMMERCIAL
Max. Continuous Softener Tank Brine Tank Approximate Approximate TWin Single
Exchanse Service Diam. x Height Diam. x Height Dimen. · Weight. Ullit Unit
Capacity Flow (inches) (incbc:.l) LxWxH (Ibs) Man MaD
(1000', Grains) (GPM) (inches ) Rou" Hours
180
Z70
420
510
600
750
870
5190
Notes:
.1. Dimcnsi.on$ and weights are based on Twin Unit which hll$ ZIOf&cner IAInb and 1 brine I&nk.
2. The package includes a dad mounted softener tank and brine tank together with all internal tank piping. face piping. and interconnecting
piping all prepipcd at the factory .Ild Ihipped assembled. Add for field piping or field erection of factory piping duasselllbled {or shipment,
3. The fill material is assumed to come leparate from the Llnia. The labor for loading the materUiIs is included in the above unils
4. Labor for handling and/or of nIt i$ not included.
3D
45
65
70
75
100
110
110
20x 60
24 x 60
30x 60
30x72
36%60
361 72
"2 x 72
42 X 72
24x48
30 x 48
36 x 60
36x60
36 x60
421 60
481:60
48x 60
88x28x83
10lx34x83
120x40x84
120x 40x 96
132x46x 86
138x46x98
156 x 52x 100
156x52x 100
1420
Z400
3760
4310
5260
6430
7990
849(}
37 .sO
~S.OO
49.s0
54.00
60.00
67.50
7S.00
&4.00
31.50
36.00
40.50
43..50
48.00
54,00
60.00
67,50
CMCAA 1992
14-7
Revision -OO-(04~lnz)
NOlES: 1. Hanger size mU$1 be selected to accommodate steel saddle Dr ill$Ulalioll if so specified.
2. Add tor saddles or shields.
Hanger Sizes S1teetmetaJ. Steel
In. Shield Saddle
1/2 to 2 .23 .75
14 to 24 .30 1.13
HANGER, ROD & 'e' CLAMP INSTALLATION
Hanger Rod Oem Yolce 2 Rod 2 Rod 3Rocl Add to
Size Size type Roll Roll inpeze Trapeze Trap. for
in. in ea. pipe
112-2 318 .86 .93 1.73 1,49 2.19 .15
2112-3112 112 .92 1.01 1.83 1.58 2.33 .17
4-5 5/8 .98 1.08 1,94 1.68 2.48 .18
6 3/4 1.04 1.16 2.06 1.79 2.63 :1IJ
8-12 718 1.10 131 2.18 1.89 2.79 .21
14-16 1 1.2.3 1.46 2.43 2.12 3,14 .27
18 1118 1.38 1.64 2.72 2.37 3's1 .33
20 11/4 1.53 1.83 3.03 2.64 3.92- 39
24 11'4 1.68 2.06 3.38 2.94 4,37 .45
to ---
MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC.O
HANGERS, SLEEVES, INSERTS
HANGER, ROD & MACHINE DRIVEN SELF DRILLING SHIELD
Hanger Rod Clevis Y olee ZRod 2 Rod 3 Rod AdcIIo
Size Size T)pc ~on RoU Trapeze Trapeze Trap. for
in. in ea. pipe
~1J1-2 318 1.05 1,13 2.12 1.88 2.78 .15
--)::'2112-3112 1/2 1.11 1.20 2.22 1.97 2.91 .17
......:;> 4 - 5 518 1.40 1.sn 2.78 2.52 3.74 .18
~6 3/4 1.46 1.$8 2.90 2.63 3.89 .20
8-12 718 1.67 1.88 3.32 3,03 4.50 .21
14-16 1 UlO 2.03 3Sl 3.26 4.85 .27
18 1118 1.95 2.21 3.86 3S1 5.22 33
20 11/4 2.12 2.40 4.17 3.78 5.63 39
24 11/4 230 2.63 4.52 4.08 6.08 .45
CiMCAA 1972
9-3
Revision -Ol-(04mlm)
NOTES: 1. Hanger size must be selected to accommodate steel saddle or insulation if so specified,
2. Add ror saddles or shields,
Hanger Sizes Sheeunetal
In. Sbiekt
1/.2 10 :z .23
14 to 24 .30
Steel
Saddle
.75
1.13
~
.' "..
. . MECHANICAL CONTRACTORS ASSOCIA nON OF AMERIC~ INC.
i I
PIPE
CARBON STEEL PIPE
PllIiIlEnd
~ TIC II G_ Il..lMd Mh Gm Jaw N g~i
1ft. Sd\~ SdI. 80 SCI'l.IC Sd\. 'Cl SdI. 80 r I SdI. 80 Sc:II. 40 lIciI.80 I
Sdl. 180 Bdl. 20 SctI. 'Cl Sell. iO Sdl. 40
210Ft. ~~ 20Ft. 2OF~ 20FL 2llFl. ~ .cl't. 4OFl. 20Ft. 20ft. 40FL 40Ft.
:If4 .oa .08 .09 .01 .08 .07 .08 ,06 .oa .06 .08
,CI .09 .12 ,OIl ;OIl .oa .og ..oa .oa .08 .os
1 1/4 .11 ,t2 .15 .10 .11 .09 .10 .08 .09 .08 ,OIl
, 112 .11 .12 .17 .10 .12 .10 .,, .09 .11 .oe .1'
~2 .,. .15 .21 .12 .14 .11 .1~ .11 .12 ,II .12
21/2 .11 .21 ,2g .15 .18 .15 .15 .1. .17 .1. .17
3 .2:l .27 .33 . I'll .2:l .18 ,20 .17 21 .17 ,Ie
3112 .2lI .30 .21 .2$ .20 .21 .20 .204 .1' .20
~ .29 .33 M .24 .28 .2:l .23 21 .2Il .1& ,21
5 .39 ..u .30 .34 .24 :n ,25 .30 ..21 .a
II ,4S ,51 .34 .1.0 .27 ,33 ,2ll .35 .2~ .:10
. .57 ,31 ,~2 ,$2 .31 ,35 .38 ,3$ .1.7 .30 .35
10 .61l .43 .52 .61 .:IS .3lI .42 ..45 .54 ~ .:Ill
12 .Bl .47 .59 .115 .'J7 .~, .4$ .54 .5Q .. M
14 .~ .81 ,.. ~ .43 At .56 .Il2 ,30 ,1.7
18 .eo .85 .13 .41 .4$ .54 .SlI .. ~ .51
II .c .89 .19 .43 .50 ,60 AS .72 .47 ,M
20 .sa .13 .86 .47 ,~ .. .. .78 .50 .62
:M ,71 .113 l.Cl2 .!SlI .12 .., .74 .113 .57 ,77
Note: Refer to P-o. 4-0.2 nCl.~ 2. 3 end 5
· 1991 by MCAA
4.2
RIt\Jlalon.4'15" 6191 I
........
OMECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, IHC, to
FITTINGS
MALLEABLE IRON SCREW FITTINGS - CLASS 150
Dil. 9lrElI 9O"E11 9C" 180" 90" 45' Tee Red. 45"Wye Cross Caps Coup. Cone. Flush Ground
In. Long Red. Street Rctllnl Street Ell Tee Lateral Red. Face Joint
Radius l-R Ell Bend Ell Lng l-R l-R BISbing Union
Turn l-R
1/2 .51 .47 .27 .51 .27 .51 .74 .69 .74 .96 27 .51 ,4$ .21 .51
3/4 ,69 .57 .36 ,71 .36 ,69 1.02 .92 1.02 1.35 .36 .69 .59 .26 .71
1 .86 .75 ,47 .86 .47 .86 1.26 1.16 1.26 1.65 .45 .84 .75 .35 .80
11/4 .98 ,86 .53 .99 .53 .98 1.44 1.26 1.46 1.92 .53 .98 .89 .42 .90
1112 1.07 .97 .57 1.10 ,57 1.07 1.S9 1,43 1.59 2.l0 .57 1,07 .98 ,48 .99
_"72 1.31 1.14 .69 1.34 .69 131 1.94 1,76 1.94 2.54 .68 1.29 1.13 .51 1.35
2112 2..10 1.89 1.10 2.16 2.09 3.11 2.90 3,12 4.11 1.07 2.09 1..86 .86 2.10
3 2.:a 2.40 1.3S 2.60 2's1 3,7.5 3.53 3.17 4,94 1.29 2.49 2.30 1.OS 2.52
31f2 2.94 2.93 4.37 .5.79 1.49 2.72 1.26
4 3.38 3.00 1.80 3.54 3.35 .5,04 4.59 5.07 6,63 1,70 3.32 2.94 1.47
5 5.48 5.43 8.15 10.79 2.76 4.88 1.68
Ii 6.65 6S7 9.84 8,72 13.04 3.32 5.45 2,70
MALLEABLE IRON SCREW FrTTINGS - CLASS 300
Dia. WEll 90"ElI 90" 4S" 4S" 180' Tee Red.. Cross 'Caps Coup. Colle. Ground
In. Long Red.. Street Street Ell Return Tee Red. Joint
Radius l-R Ell Ell Bend l-R l-R Union
If]. .51 .47 .27 27 .51 .75 .69 .98 .27 .51 .47 ..53
3/4 .71 .60 .39 .39 .71 1.02 .92 1.35 .36 .71 .60 ,71
1 .86 .77 .47 .47 .B6 .87 1.28 1.17 U7 .45 .86 .75 ,86
11/4 .99 ,90 .54 .54 .99 1.01 1.47 1.37 1.94 .51 ,99 .89 ,99
11/2 1.08 1.01 .59 .59 1.08 1.17 1.61 1.52 2..13 .57 1.08 .I)\) 1,10
2 1.34 1.17 .72 ,71 1.34 1.40 1.97 1.80 2..58 .68 1.34 1,17 1.37
21/2 2.13 1-94 1.13 2.12 3.17 2,96 4,17 LOS 2.12- 1.89 2.16
3 2,57 2.~ 1.40 2.5S 3,83 3.60 5.07 1.28 2.55 233 2.60
3112 3.14 3.05 4.62 6.09
4 3,50 3.4S 5.19 4.73 6.84 ),00 3.53
5 5,85 5,70 8.57
6 6.92 6,75 10.34
CMCAA 1992
5-26
Revision -04-(04~)Jn8)
CMCAA 1990
-4-6
llcmioa -04- (01lU'llO)
. MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC. .
PIPE
COPPER PIPE AND HARD TUBING
20 FT.LENGTH
Sc%ewed GnJOII'edt ~..,;;,
Dia. S\'d..Wt. X-BY)' TypeM Type L 'IYPc K. ACR.
1)pc .. 1Jpc L 1)pc K. .
In.
1/2 .09 .09 .D6 .06 ..(k) ..(k)
-"";1314 .oP .09 .D6 .06 m .()6
1 .m .11 .ll6 ll8 .os .DB
11}4 .12 ,12 ..os .Qll .08 Jl8
11/2 .12- .14 .os Jl8 .Q8 .os
_72 .1$ .17 .IS IYJ .D9 .IS
21/2 .20 .24 .D9 ..10 .11 .11 .12- .1Z .12
~3 .24 .29 .11 .12 .13 .12 .1-4 .15 .IS
31/2 .30 33 .lS .15 .17 .17
_ ";> " .33 36 .104- .IS .17 .17 .18 .20 .20
S A2 .43 .19 .20 .23 .21 .23 .26
Ii .48 .$7 .23 ..2j .30 .26 :n .n
8 m .74 .3(i 39 ,44
10 ,78 ..&3
12 .B9
-Note: Refer to pap 4-(U notCl 2,J aDd S SIlYcr Solder
Silver Solder SiIfoI; Iucn
... ~M 'TypeL 1YPeK ACR ~M ~L 'l)pcJC ACR. 1YPe L '1)pc1t
1/2. Jl6 .ll6 .os .ll6 .AJ6 ..os .06 ..06 J)6
3J4 .D6 .D6 .os .os .D6 .Q6 .os .os ..(k) .os
] .os .oil .()8 .os .os .os .os .os .os .os
1114 .os ..08 ,08 .os .os .os ..08 .os ..os .D8
1112 .os .os m .ll9 .os .os .l)9 J1} ..os .l19
2 .m .ll9 .11 .11 JJ9 1>> JJ9 JJ9 1>> .11
21/2 .12 .11 .12 .12 .11 .u .12 .IZ .12 .14
3 .14 _12 .IS .15 ,12 ,14 .IS .15 .14 .17
31J2 .15 .15 .18 ,18 .~ .IS .17 .17 .17 .20
4 .18 .18 .2.1 ..11 .17 .18 .20 .20 .18 .24
S ..n .24 .2.7 .21 .23 .26
6 .27 .29 33 .26 .19 ..n
8 .39 .41 .45 .3(i ..41 .AS
to MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC to
FllTlNGS
WROT COPPER SWEAT FITTINGS-95/5 SOLDER JOINT
Dia.. 90"EI1 90"Ell · 4~" 9O"EU 9O"El.\ W 4S' 90" Tee · Red. Street UDion Union
In. Loug Short Sbott Ret1. I..oDg Street Street Street Tee Tee exc Dia-
Radius Radius Radius 1-R Tangent Ell Ell En Lng l-R le<:lric
R8d. 'J\IJu
1-R
1/2 .41 .41 ,41 .36 .36 .23 .23 .23 .59 .54 .59 .41 .59
_;>3/4 54 .54 .54 .45 .45 ..29 .29 .29 .Tl .69 .77 .54 .78
1 .63 .63 .63 .56 .56 .33 .33 .33 .92 .86 .6.5" .94
11/4 .71 .71 .71 .63 .65 .39 .36 .39 1.02 .96 .71 1.08
11/2 .7.5" .74 .74 .69 .69 .41 Al ,41 1.08 1.02 .75 1.17
--=;- Z .86 .86 .86 .75 ,75 047 .47 .47 1.26 L17 .87 lAD
2112 138 1.37 1.37 1.25 .72 .72 .32 2.03 1.89
--=3> 3 1.65 1.64 1.62 1.50 .86 ..84 .87 2.43 2.30
31/2 1-94 1.92 1.89 .99 .99 1.01 2..85
........;.. 4 2.21 2.19 2.18 1.92 1.16 1.13 1.19 3.27
5 4.14" 4,19. 6.14.
6 S.Ol" 5.08" 7.41.
8 6,98. 6.85" 10m"
Dia.. Adapler Red. Street Adapccr Red. Caps Plugs Coup. Cooc. " Ecc. Adapw- Red. Street B1lShing
IlL 'I'ecx Adapter Adapter :lI: Adapter Reli Red. :lI: Adapte{ Adapter .1-R
F.P.T. Tee: F.P.T. F.P.T. : 1-R 1-R. M.P.T. x M.P.T.
F.P.T. F.P.T. M.P.T.
l-R l-R l-R
-:;> 1/2. ,65 .54 .26 .47 ,42 .23 .05 .41 .36 .36 .21 .23 .os .23
~3/4 .87 ,69 .33 .63 .56 .29 .05 .54 AS .45 .27 .29 .OS .29
_>1 1.05 .41 ,75 .69 .33 .05 ..63 .56 .56 .32 .33 ,OS .33
11/4 ,47 .86 .78 .36 .71 .63 ,63 35 .39 .OS .36
.....:;> 1112 .sO .92 .89 ,41 .74 .68 39 .41 ,OS ,41
_>2 .59 1.10 5-48 .45 ..84 ,75 .44 .47 .06 ,45
21!2 1.74 .71 1.37 1.23 1.05 .go .71
--:po 3 .84 1.62 1.49 1.28 .84
31!2 .98 1.88 1.76 .98
_>4 1.10 ,,/' 2.16 2.03 1.68 1.11
5 4.07 4.09"
6 4.91 4.89'
8 6.63 6.58"
CMCAA 1997
5-51
Revision -3-(OJn.5/97)
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Architect's Supplemental Instruction
Page 1 of:
Architect's Supplemental Instruction
Project [0400101 - Task 07J - ARC - Task 07 - View Date 5/15/2009
Webster Detention Center
Johnson Laschober & Associates
1296 Broad Street
Augusta, GA 30903
Phone: (706) 724-5756
Fax: (706) 724-3955
ASI No. 022
Date 5/5/2009
From William Farmer
Johnson Laschober & Associates
To Gregory Washington (KSGW Architects)
CC
Subject
Drawing No,
Reason for Instruction
Action Requested
Probable Cost Effect
Initial Estimate Cost
Probable Time Effect
Initial Estimate Time
Engineering Conflict
Approval
Increase Cost
Unknown Time
Housing Pod Water Heaters Spec Section
P-201F, P-202H, P-201G, P-202G, P-401, CSI Code
M-102G, E-201F, E-202G, E-202H, E-60(
Detail No,
Status
Open
Other Ref
RFI
Instruction Details
G - Male Housing - Add gas fired water heater, modify gas and potable water piping, and add flue vent. Added circuits for
pump power.
P-401 - Modified gas fired water heater detail to add water heater in male housing.
F & H Units - Modified notes to match gas fired water heater detail on P-401. Added circuits for pump power.
Remarks
linked Documents
Document Type
Drawing
Drawing
Drawing
Drawing
Drawing
'rawing
Jrawing
Drawing
Document Open
ESK-10
ESK-ll
ESK-5R1
ESK-6R1
ESK-8
ESK-9
MSK-1
PSK-10
_4...L._. In
Description
UNIT H - MEDICAL MENTAL HEALTH SECOND LEVEL POW...
ELECTRICAL PANEL DETAILS - SHEET 1
Panel Details
Panel Details
UNIT F - FEMALE HOUSING FIRST LEVEL POWER PLAN
UNIT G - MALE HOUSING SECOND LEVEL POWER PLAN
UNIT G - MALE HOUSING SECOND LEVEL HVAC PLAN
PLUMBING SCHEDULES - NOTES AND DETAILS
Date
5/1/2009
5/1/2009
5/4/2009
5/1/2009
5/1/2009
5/1/2009
4/22/2009
4/22/2009
,rchitect's Supplemental Instruction
Page 2 of2
Drawing
Drawing
awing
Drawing
PSK-ll
PSK-12
PSK-8
PSK-9
UNIT F - FEMALE HOUSING FIRST LEVEL POTABLE W AT...
UNIT H - MED. MENTAL HEALTH SECOND LEVEL POTABL,..
UNIT G - MALE HOUSING FIRST LEVEL POTABLE WATER..,
UNIT G - MALE HOUSING SECOND LEVEL POTABLE WATE,..
4/22/2009
4/22/2009
4/22/2009
4/22/2009
Distribution
Recipient Company Method Date
Bernard Dunstan McKnight Construction Company Message 5/14/2009
Bernard Dunstan McKnight Construction Company Email: bernarddunstan@yahoo.com 5/14/2009
Bob Munger Heery International Inc. (Augusta, GA) Message 5/14/2009
Bob Munger Heery International Inc. (Augusta, GA) Email: rmunger@augustaga.gov 5/14/2009
Gregory KSGW Architects Message 5/5/2009
Washington
Norman Davis Heery International, Inc. (Dukes Edwards & Message 5/14/2009
Dukes - Subconsultant)
Norman Davis Heery International, Inc. (Dukes Edwards & Email: ndavis@augustaga.gov 5/14/2009
Dukes - Subconsultant)
Pat Patrick McKnight Construction Company Message 5/14/2009
Pat Patrick McKnight Construction Company Email: 5/14/2009
patrick@mcknightconstructionco,com
Pia men Borissov ATC Associates Email: 5/14/2009
Pia men ,Borissov@A TCAssociates,com
Ralph Salzmann Johnson Laschober & Associates Message 5/5/2009
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Contractor Change Request Page 1 of 1
A<<:K
Contractor Change Request
Project [0400101 - Task 07] - View Date 9/21/2009
ARC - Task 07 - Webster
Detention Center
McKNIGHT CONSTRUCT10~'J
COMPAr\JY,INC
McKnight Construction Company
645 Frontage Road NW
P,Q. Box 204718, 30907
Augusta, GA 30907
Phone: (706) 863-7784
Fax: (706) 863-2031
Contractor Change
Request No. 00025
To
Submitted By
Description
Bob Munger (Heery International Inc. (Augusta, GA))
McKnight Construction Company Date
ASI 25 - Additional Security cameras Status
State
Referenced CCO No.
7/6/2009
Pending
Submitted
Estimated Effects of Request
ITime
Amount
10 days
$76,986.48
Work Description
Cost Proposal PR 14
ASI 25
Recommendation
Response By
Response
Bob Munger
Linked Documents
Document Type Document Open
ASI 025
Doc 0400101 - Task 07-00898 ~ iii
Description
Additional security cameras
Webster PR 14 ASI 25
Date
5/13/2009
7/6/2009
http://heery.constructware.comlCommon/View/Document_ Disp1ay.asp?DocumentType=3... 9/21/2009
McKnight Construction Co., Inc.
GENERAL CONTRACTORS
William D. McKnight - President
Mason McKnight. III - Vice President
Huey E. Carter - Sec. - Treasurer
FOUNDERS:
Mason McKnight, Sr, 1900-1973
Mason McKnight, Jr. 1930-1994
P. O. Box 204718
Augusta, Georgia 30917
July 6, 2009
Office Phone: [706] 863-7784
Fax: [706] 863-2031
Heery Internatlonal/CIPM
501 Greene St., Suite 307
Augusta, GA. 30901
Attn: Bob Munger
RE: Webster Detention Center
Cost Proposal PR -14
ASI - 25
Mr. Munger,
The following is a cost proposal for the work described In ASI - 25. (Security Cameras)
The Sack Company
151
Total
$ 6,336.00
65.431.55
$ 71,767,55
4306,05
$ 76,073.60
912,88
$ 76,986.48
McKnight 6 % OIP
1.2% Bond
Please issue a change order for this amount. Call me If you want to discuss this matter.
Sincerely,
MCKNIGHT CONSTRUCTION CO.
-9~
Pat Patrick
Project Manager
PP:pgn
Attachments
cc: Jobsite
II-
. I
12903 Delivery Drive
San Antonio, Texas 78247
www.isidet.com
AN AAGYL.E SeCURITY COMPANY
Phone 210.495.5245
Fax 210.495.5613
July 2, 2009
Pat Patrick
McKnight Construction
P,Q. Box 204718 .
Augusta, Georgia 30917
Re: Cost Change Proposal, ASl #25
Dear Pat:
Our estimate for Cost Change Proposal. ASI #25 is $65,431.55, Attached is the quote from my vendor.
Regards,
Sam Youngbloo .
ISI Detention Contracting
Enel.
JIWIC'
... -- .
DETENTION
12903 Delivery Drive. San Antonio, Texas 78247
Phone (210)495-5245. Fax (210)495-5613
www.metroplex-control.com
June 23, 2009
Mr. Sam Youngblood
IS! Detention
12903 Delivery Drive
San Antonio, TX 78247
Reference: Webster County Jail Addition And Renovation
Subject:
Cost Change Proposal, ASI #25
Mr. Youngblood,
1.0 INTRODUCTION
Metroplex Control Systems, Inc. (MCS) is pleased to present this quotation for the Facility needs on the above
referenced project, After review of the following information, if there are any questions or should you require
addJtionallnformatlon, please contact our office.
2.0 SCOPE OF WORK
In response to the information provided. MCS is proposing to change the following:
1. Add (12) cameras, cabling, DVR, Interfaces, labor and warranty for same.
2.0 REQUIREMENTS
Our Scope of Work is based on the following reaulrements:
3,1 The timely receipt of change agreement. This price is valid for 30 days from issuance,
4.0 CLARIFICATIONS
Our Scope of Work includes the following:
4,1 Labor. material and management to execute the listed change.
5.0 EXCLUSIONS
Our Scope of Work excludes the following:
5.1 Attendance to Weekly Job Site Meetings. unless crews are on site and are requested to attend.
5.2 Cost of random Drug Testing or Screening
5.3 Full time Project Management or Field Superintendent on Job Site.
5.4 Sales or Use Tax.
5.5 Temporary power, lighting and site water.
5.6 Concrete work.
5,? All Standard Supply voltages above 30 VAC.
5,8 Conduit and raceway needs.
6.0 PROJECT TIMING AND DELIVERY
---~
.. 1'1-
- -
DETENTION
12903 Delivery Drive. San Antonio, Texas 78247
Phone (210)495-5245. Fax (210)495-5613
www.metroplex-control.com
Equipment will be staged to meet the Owner's schedule.
7.0 WARRANTY
To be concurrent with all other MCS provided systems; 2 years.
8.0 COST ANAL VBIS
8.1 Base Bid:
Material: $41, 367
Labor: $16, 491.00
Bid Total: $56, 897,00
8.2 BONDSrrAXES/FREIGHT
This price does not include any applicable taxes, bonds or bond premium, Metroplex Controls can
provide a performance and payment bond if required. Freight Is included In the price above.
8.3 PRICING GUARANTEE
Because of conditions beyond our control, this quotation is effective only for a period of (30) days
from the date above. Terms of payment are net thirty (30) days from invoice. No cash discounts for
prepayment. Any order based on this quotation shall be subject to approval and acceptance by MCS.
If you have any questions concerning this malter, please call (210) 885-6918.
Sincerely,
Metroplex Control Systems, Inc. . Detention Division
Robert Ahl
Project Manager
Metroplex Control Systems, Inc. - Detention Division
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'Mechanical fa?t": (912) 681-6317-
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Request For Quote
Page 1 of 1
HE'ERY
I
View Date 5/28/2009
Request For Quote
Project [0400101 - Task 07] - ARC - Task 07 -
Webster Detention Center
Heery International lnc, (Augusta, GA)
501 Greene Street
Suite 313
Augusta, GA 30901
Phone: (706) 842-5543
Fax: (706) 821-2484
RFQ No. 009
Date 5/26/2009
Cost Event No.
Status
New
Description
Add Security Cameras As Per ASI 25
From
Bob Munger To
Heery International Inc. (Augusta, GA)
501 Greene Street
Suite 313
Augusta, GA 30901
Phone: (706) 842-5543
. Fax: (706) 821-2484
Pat Patrick
McKnight Construction Company
645 Frontage Road NW
P,O. Box 204718, 30907
Augusta, GA 30907
Phone: (706) 863-7784
Fax: (706)863-2031
Funded By
Ref No. ASI 25
r Self-Performed
Response Due Date 6/24/2009
Returned Date
Long Description Provide additonal security cameras as requested by RCSO in accordance with AS! 25,
Scope of Work Provide additonal security cameras as requested by RCSO in accordance with AS! 25.
I Total - I
htto:/ lheerv.constructware.comlCommon/ViewlDocument Disnlav .asn?DocumentTvne=5&Item Tn=?17 4t\?
'iI?RI?OOQ
Architect's Supplemental Instruction
Page 1 of2
Architect's Supplemental Instruction
Project [0400101 - Task 07] - ARC - Task 07 - View Date 5/15/2009
Webster Detention Center
Johnson Laschober & Associates
1296 Broad Street
Augusta, GA 30903
Phone: (706) 724-5756
Fax: (706) 724-3955
ASI No. 025
Date 5/13/2009
From Ralph Salzmann
Johnson Laschober & Associates
To Gregory Washington (K5GW Architects)
CC
Reason for Instruction
Action Requested
Probable Cost Effect
Initial Estimate Cost
Probable Time Effect
Initial Estimate Time
Alternate Proposal
Approval
Increase Cost
None
Subject
Drawing No.
Additional security cameras.
LV-2llF, LV-201FC, LV-211F, LV-211G,
LV-2llH, E-201H, E-201F, E-602
Spec Section
CSI Code
Detail No.
Status
other Ref
RFI
Instruction Details
LVSK-002 - Added interior corridor cameras C-F27 & C-F28 in Female Housing.
LVSK-003 - Added 2 wall mount exterior cameras C-F25 & C-F26 on the exterior of Female Housing. C-F25 field-of-view
is the employee entrance to the Muster Room, C-F26 field-of-view is the vehicle driveway up to the loading dock,
LV5K-004 - Added 2 interior corridor cameras C-FC10 & C-FCll in FC corridor.
LVSK-005 - Added 2 interior corridor cameras C-FCB & C-FC9 in FC corridor,
LV5K-006 - Added interior corridor camera C-G29 in Male Housing.
LV5K-007 - Relocated interior corridor cameras C-G3 & C-G4 for overlapping views in corridor. Added interior corridor
camera C-G2B.
LV5K-009 - Added wall mount exterior camera C-H47 on MMH Unit for fleld-of-view of the FC Corridor exit door,
LV5K-OIO - Added interior fixed camera to sallyport in MMH Unit.
ESK-15 - Added power for camera C-H47.
ESK-16 - Added power for cameras C-F25 and C-F26.
ESK-17 - Revised panel MLA to add circuit for cameras C-F25 and C-F26.
.emarks
htto:/ lheerv.constructware,com/CommonIView/Document Display .asp?DocumentType= 13 2<emID=2329... S/lSI200S
Architect's Supplemental Instruction
Page 2 of2
.nked Documents
Document Type Document OPi- Description Date
Drawing ESK-15 ~ UNIT H - MEDICAL MENTAL HEALTH FIRST LEVEL POWE... 5/12/2009
Drawing ESK-16 b8ml1 UNIT F - FEMALE FIRST LEVEL POWER PLAN 5/12/2009
Drawing ESK-17 ~. PANEL DETAILS 5/12/2009
Drawing LVSK-002 ~. Unit F - Female Housing First Floor Security Plan 5/8/2009
Drawing LVSK-003 ~II UNIT F - FEMALE HOUSING FIRST FLOOR SECURITY PLAN 5/8/2009
Drawing LVSK-004 ~II UNIT FC - FEMALE CORRIDOR LOW VOLTAGE PLAN 5/8/2009
Drawing LVSK-005 ~II UNIT FC - FEMALE CORRIDOR LOW VOLTAGE PLAN 5/8/2009
Drawing LVSK-006 ~II Unit G - Male Housing First Floor Security Plan 5/8/2009
Drawing LVSK-007 ~ Unit G - Male Housing First Floor Security Plan 5/8/2009
Drawing LV5K-009 W UNIT H - MEDICAL FIRST FLOOR SECURITY PLAN 5/8/2009
Drawing LV5K-010 1H Unit H - Medical Housing First Floor Security Plan 5/8/2009
Distribution
Recipient ComDanv Method Date
Bernard Dunstan McKnioht Construction Company Message 5/14/2009
Bernard Dunstan McKnight Construction Company Email: bernarddunstan@yahoo.com 5/14/2009
Bob Munoer. Heery International Inc. (Augusta, GA) Messaoe 5/14/2009
~ob Munger Heery International Inc, (Augusta, GA) Email: rmunger@augustaga.gov 5/14/2009
tegory KSGW Architects Message 5/13/2009
Washington
Norman Davis Heery International, Inc. (Dukes Edwards & Message 5/14/2009
Dukes - Subconsultant)
Norman Davis Heery International, Inc. (Dukes Edwards & Email: ndavis@augustaga.gov 5/14/2009
Dukes - Subconsultant)
Pat Patrick McKnight Construction Company Message 5/14/2009
Pat Patrick McKnight Construction Company Email: 5/14/2009
patrick@mcknlghtconstructionco.com
Pia men Borissov ATC Associates Emall: 5/14/2009
Pia men . Borissov@ATCAssociates.com
htto:/ /heerv.constructware.com/Common/View/Document Disnlav.asn?DocumentTvne= 132&Item TD=2329... 5/15/2009
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1~ A , Project Title:
hEngineering. LLC Webster Detention Center
. BNGINEBRING CONSULTANTS Sketch Title:
PHONE: (770) 817-4220 FAX: 17701 23+6878 Owner's Change/Coordination
4343 ShaRowford ROild Suite FS. Marietta. GA. 30062
Elecrronic Path: P"\2007\07001 WEBSTER DETENTION CENTER\fN HOUSE\2009-05-07\LVSK-002.DWG
PrOject No:
Sheet Ret
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PrInt Date:
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J~ A , Project Title:
hEngineering, LLC Webster Detention Center
. J ENGINEERlNG CONSULTANTS Sketch Title:
PHONE; (770) B17.4220 FAX. j770j 23+6B7B Owner's Change/Coordination
4343 Shallowford Road SUIte F5. Mariella, GA 30062
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PrOject No: 0700 I
Sheet Ref: lV-211F
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05.(J8-09
Pnnt Date;
VSK-OO
Drawing No.
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4343 Shaflowfcrd Road Suite FS. Marlena. GA 30062
Project Title:
Webster Detention Center
PrOject No: 0700 I
Sheet Ret LV-20IFC
Scale: 1/8'-1'-0"
Drawn By: MMK
05-08-09
Print Date:
Sketch Title:
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4343 Shallowford Road Suite FS. Marietta. GA 30062
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Webster Detention Center
PrOject No;
Sheet Ref.
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Print Date;
07001
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4343 Shallowford Road SUIte FS. Marietta, GA 30062
Electronic Path: P-\2007\07001 WEBSTER DETENTIONCENTER\lN HOUSE\2009-0S.{)7\lVSK-D06.DWG
PrOject No: 07001
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05-08-09
PrInt Date:
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Drawing No.
J~ A , Project Title:
: hEngineering, LLC . Webster Detention Center
, ENGINEBRING CONSULTANTS Sketch TItle:
PHONE: 1770) 817-4220 FAX, (770)234-6878 Owner's Change/Coordination
4343 Shallowford Road Suite FS. Marietta GA 30062
Electronic Path: P'\2007\0700J WEBSTER DETENTION CENTER\JN HOUSE\2009-05-07\LVSK-o<J7.DWG
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CEILING MOUNT
CAME S
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WALL MOUN
CAMERA AT
'4'-0" AFF
Project No: 07001
Sheet Rd: LV-2IJG
Scale: 1/8'-1'.0'
Drawn By. MMK
05-08-09
Print Date:
VSK-OO
Drawing No.
8H
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r- CEIILI G MOUNT CAME
L______~
1~ A , Project Title:
hEngineering, LLC , Webster Detention Center
ENGINEERING CONSUL TANI'S Sketch Title:
PHONE: (770) 817-4220 FAX; 1770) 234-6878 Owner's Change/Coordination
4343 ShaRowford Road Suite FS. Marietta. GA 30062
Electronic Path: P:\2007\0700 1 WEBSTER DETENTION CENTER\IN HOUSE\2009-<l5-07\lVSK.oo9.DWG
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II.Jlv1A TE
WAIT
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LAB
WALL MOUNT EXTERIOR CAMERA AT 12'-0" ABOVE GRADE.
COORDINATE EXACT LOCATION OF WALL PENETRATION WITH ALL
OTHER ENGINEERED SYSTEMS, SEE EXTERIOR WALL MOUNT
INSTALLATION DETAIL.
ALL VIDEO SIGNAL FIBER OPTIC CABLE TO BE ROUTED TO THE VIDEO
SURVEILLANCE RACK IN THE EXISTING MAIN CAMPUS SECURITY
EQUIPMENT ROOM, PROVIDE SEPARATE RACEWAYS FOR 120 VAC
POWER AND FIBER OPTIC VIDEO SIGNAL CABLES. ALL RACEWAY
SYSTEMS TO BE CONCEALED IN INMATE ACCESSIBLE AREAS. MINIMUM
CONDUIT SIZE FOR FIBER OPTIC CABLE TO BE 1",
&
PrOject No; 0700 I
Sheet Ref. L V-21l H
Scale: 1/8'-1'-0'
Drawn By. MMK
05-0S.09
Pnnt Date;
VSK-OO
Drawing No.
1m
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T1\.Engineering. LLC
J "kNGINEERING CONSULTANTS
PHONE; (770)817-4220 FAX: {no! 234-6878
4343 Shaflowford Road Suite FS. Marietta. GA 30062
Project Title:
Webster Detention Center
ProJect No:
Sheet Ref.
Scale:
Drawn By.
05'0lHl'l
Pnnt Date;
07001
LV-2I1H
1/8'= I'-Q'
MMK
Sketch Title:
Owner's Change/Coordination
VSK-Q 1
Electronic Path: P:\2007\0700 I WEBSTER DETENTION CENTER\IN HOUSE\2009.{)5-07\l VSK-D IO.DWG
Drawing No.